Method of and sectional core for making concrete piling.



5 SHEETS-SHEET V1.

Patented Nov. 29, 1910.

J. P. D. WITHROW. Y METHOD 0F AND SEGTIONAL com POB. MAKING CONCRETE FILINGx APPLICATION FILEDJULY 26,1905.

R gwn@ E22 I i.. :2:21.12 l ,54

. ....1 -llllllllllllllnw J. F. D, WITHROW. METHOD 0F AND SEGTIONAL GORE FOR MAKING GONGRETB PILING.

APPLICATION FILED JULY 26,1905.

Patented N 0V. 29, 1910.

5 SHEETS-SHEET 2.

J. F. D., WITHRW.

METHOD 0E AND SEGTIONAL GOEE EOE MAKING CONCRETE MEINE.

APPLICATION FILED JULY26,1905. A

Patented Nov. 29, 1910.

5 :SHEETS-SHEET lA WN L ....Q i fw/ f 5 SHE Patented NOV. 29

. Z 5, w /\m l J@ EN 'Ju F. D. WTHROW.

APPLICATION FILED JULY 26,1905,

METHOD 0F AND SECTIONAL GREAPOR MAKING CONCRETE PILIN ooko \1l:N\\\- mmm QNN

W METHOD 0f' AND SETIONAL CORE POR MAKING CONCRETE FILING.

J. D. THROW.

APPLICATION FILED JULY 2B, 1905.

Patented'Nov. 29, 1910,

. 5 SHEETS-SHEET 5.

"Dorfen/As Wrriinow, a subject of the King of' OFFICE.

JOHN uriaiiDERrcir DOUGLAS .wrrnnow OF TORONTO, -ONTARIo,"c'ANADA, Assieifoii. To RAYMOND CONCRETE yPILE cOivneANY,l or NEW YORK, N. Y., A CORPORATION or l NNW JERSEY.

y METHOD or ANDv srorroi'vAiJ GORE ron. MAKING CONCRETE FILING.

1b' allv 'whom may concern.;

Be" it known that I, JOHN FREDERICK' Great Britain, residing in the cityof Toronto, in the" county of York, in the Provh ince of Gntario; Canada, civil engineer, have invented. certain new and useful Improve# men-ts in Methods of and Sectional .Cores-for.

'Making Concrete'Piling, of whichthe following isaspecitication.. I i

My invention relates to improvemen'tsyin methods of," and sectional core, for making concrete piling, and the'objects of my in.

Vention "are, firstly, `to provide acollapsible core whereby concrete piling can' be'manufactured so .that same may have firm support in stable .andl unstable ground; sec-- ondly, to laterally compress the ground after they core has been driven home; thirdly, to4 construct avcore that can be collapsed and. turned l so lthat, its sides will clear the hole formed thereby; fourth'l vtoV lubricate theex-l I .ter'ior of the core to acilitate ldriving of. ysame; ifthly, in unstable soils to. prevent caving in ofthe hole made'by the core; sixthly, to reduce to a minimum the resistr*a'n'ce' Offered to the passage of the 'core throufh the diii'erent strata; seventhly,`to

' provide means whereby the length of. the

core may' be increased; eighthly, to'provide a collapsible core that can be usedwithout an outer envelop or sheathing; ninthly, toy

' provide a collapsible and expansible core through which the concrete'can 'be ed,.and

tenthly, to construct a collapsible L, .core that can `be adjusted'to have either `paralleli/or tapering'sides,I and it broadlycon'sists of a core constructed of a` plurality of longitudi- 'Dal sections movable yinor out; -Ineans for forcing or 'expanding the sections apart sov as ,toA increase the diameter of the core'after .same has been., driven home and thus exert pressure against the walls of the hole formed thereby.; means for contracting or moving inward ',saidsections 'so' as to decrease'the diameter of the core, and a suitable point.

My preferredfform'of construction con-I` sists of Aa core composed f a plurality ,of 'longitudinalsections; Va pipe held between said sections; means interposed between said pipe" and-the' sections of said core Where'- by said sections are moved outwardv or ex panded so as to increase the diameter of thecore after saine hasbeen-driven home and l Specification OELctteIsPatent. Pte-ljted NOV. 29, 1910. Application filed-1111512276, 1965. Serial No. 271,289.4

'l thus exertA pressureagainst-@the wallsof the 55 hole means for contracting or moving said sectionsl together so as .to decrease the diam'- et'er of the core so that same may be remov-` A able without forcible contactwith the walls of thefhole; the endconstructed of aV phil rality of sections. With my core I will use an expansible and'collapsible outersheathi ing."` en working in unstable ground. vMydnvention vmay .be employed"l in conzcrete piling either with parallel or ltapering 65 sides andcircular or elliptical or other" shape in crosssection and provided'atits bottom Iwithan .enlarged foundation, and, if

desired, provided atany point intermediate its topandbottom 'with enlargements 70 whereby its friction`-2igainst the soil` is increased'. y

Figure 1l is a /vert'icalf central -section through my preferred( form of core. Fig. 2

is a vertical centralLs'ec/tion throu'ghmy core 7 5 at rightiangles'tofthe section tal'ien`inxld`ig.v

1. Fig. 3 is in part anenlargedcrOss-section l ,on the line r'-Z)..Frig.1.v Fig. 4 is a cross;

section on the linefcz-n?,` Fig. 1. jgFig. 5 lis a vertical central-section; throughportioiiofO my core taken inthefsame plane as i's Figs.

2 witlrthe `firing-mec,lianism removed fromv the breech.v Fig. 6 is, in part, a vertical ycentml-section similar toithatshown in Fig. l, the .core being collapsed. Fig. 7zis a cross- 85- section on the line c-f, Fig." Fig. [8 isa similar, section to Fig. 7 except that the core has 'been turned ninety degrees. .F ig. J9 is an enlarged vertical section through the firingmechanism.4 Fig. 10 is a crOss-'section'on'the 90 line g-"7L, Figi): Figsv 11 and 12 fare, in part, vertical central-sections through alters native `forms of-my core. Fig. vljis aY cross'- section On'vthe line z'-j, Fig. 12', and Fig. 14

is a ycross'section on the'line law-Z, Fig. 121:95

Figs 15 and 1G are, in part, vertical centralsections Vthrough alternative forms of my core. Fig. '17 is a. cross-section on the line wif-4t, Fig. 16. Fig.. 18 isa side elevation of;

an alternative form lof my core.v Fig. 19 .is 100 a cross-section on the line o p, Fig: l18. Fig 20 is a vertical section througlr thecorehola-showing the way my collapsible -outer sheathing is used. Figs. y 21 and 22 are verL tical section-s throu-ghdifferent ,formsof v piling manufacturediwith'my core, and Fig. c.

y23 -is a erosssection through 'anfalternative -form of' outer sheathing or -envelop.

-ing my core oblong in cross-section, Iam

enabled to give same a relatively greater clearance from the walls of the hole with the minimum collapsible movement of the core-sections. lVhen the core is driven home,

the greater diameter of same coincides with' the greater diameter of the hole. In order to withdraw lthe core, the sections thereof are collapsed or drawn together, and the core turned ninety degrees sothat whatwas the lesser diameter of the core as expanded coincides with the greater diameter of the hole, and the greater diameter of the core as expanded coincides with the lesser diame-4 ter of the hole, thus givinggood clearance on all sides of the core'from the walls lof the l hole. In my preferred form of invention,

it is immaterial whetherthe Same be circular, elliptical, or of other shape in cross-section when the core-sections are contracted. By'making my core oblong in cross-section when expanded, I get greater clearance between the walls of the hole and the sides of .the core, Awhen said core is turned as before stated, with not more or even less movement of the core-sections than is now the case in cores now on the market, thus making my core stronger and stiifer.

Although some pile-cores on the market,`

are collapsible, they cannot be used without an outer envelop or sheathing. Now with my core, I can dispense with an outer envelop er sheathing in most cases: it will depend upon the nature of the soil whether or no an outer sheathing is used.

I prefer -to manufacture my core so that sides of same will be parallel, but ofcourse it will be understood thatl same may be manufactured so that the sides will taper.

As far as I know, no collapsible cores are l lmade with parallel sides. The support afforded by piling with parallel sides is much greater on a sub soil thany that aforded by tapered piling. By means of my core I am enabled to manufacture piling either with tapering sides or parallel sides.

My core is made up of a plurality of longitudinal sections. According to my preferred form of construction, these sections are two in number and are called A and B. Held within the sections A and B is a pipe E which may be cir'cular or elliptical in crosssection. In my preferred form of construction I prefer to make said pipe lelliptical as shown clearly in Figs. 4, 7, and 8. My preferred form of core is represented in Fig. 1, after same has been driven into the ground. Upon inspection of same it will be seen that the sections A and, B are expanded to the driving size, so it will be understood thatthese sections occupy the expanded position when the core is being driven home.

In order to expand the core-sections, and lock them in their `expanded-positions I use suitable means for that purpose. --According to the construction shown, I secure to'I or form a part lof the said section blocks F with the under slanted ends of whichcoperate similarly formed upper ends of the blocks Gr secured to or forming part of the pipe E.- In order that the sections A and B may be locked in the posit-ion shown in Fig.l l, I construct the abutting-surfaces of the blocks F and Gr in any suitable manner; according to the construction shown for this purpose the blocks F are provided with recesses j in which t shoulders g formed in the blocks Gr thus providing suitable lockingmeans. In order to holdathe blocks F and Gr in the relationship shown in Fig. l, the pipe E must of course be held in constant position relative .to the sections A and B: the pipe can be so held by suitable means hereinafter-described. In order to further expand the sections A and B while the core is in the position shown in Fig. l for the purpose of further compressing the earth of the holewall prior tocollapse and withdrawal, thel locking-means for the pipe E is operated so asv to permit of the downward movement of this pipe so that the lower slanted-surfaces L of the blocks Gr will come in contact with the upper slanted surfaces M of the blocks N secured to or forming part of said sections, thus forcing outward the sections A and B and compressing the walls of the hole. Af-

ter the walls have beenthus compressed, the

pipe E is pulled upward so that the lockingmeans will be operated so that said pipe will 'be supported so that the blocks G of said pipe will be held in the space between the blocks F and N and thus permit the sections. A and B to be contracted or drawn togetherby suitable means into the position shown in Fig. 7, (not necessarilyrevolving the pipe E) thus permitting the core to be turned within the hole formed thereby or, if desired', removed therefrom without turning. The means shown for contract-ing the sections A and B consist of a number of cords. The cords a are secured to the sections B, arid the cords b are secured to the sections A. It will be understood that when the cords a are pulled, the section B is moved inward, and that when the cords b are pulled the section A is moved inward abutting the section B. These cords a and Z) are secured respectively to common cords a1 and b1 by means of which they are pulled.

40 d 'formed on the under side of the blocks Q,

In order to vary the pressure on the walls ofthe hole eXerted by means of my core, it will'be understood that it is merely necessary for me to change theangle of the abuttingsurfaces of the blocks'Gr and N. If it is found that the soil is unstable or softer below thedsurfacel, the 'blocks G and N can be constructed so as to exert 'greater pressure" thereagainst theside's of the holes', than elsewhere.

preferred'- form of construction for the point used in connection with my p re-I ferred form of core, consists of-a plurality.:

of sections, in the present-instance two in number/.C and. D. These, sections are suitably constructed so as tobe held in relation,

to the sections A and B. According to the construction shown for this purpose the sec'- ofthe expansion andcontractionof thecore.

It will 'be noticed thatl the plates c and d are Hush with the surface of the sections C and D, thus preventing saidsections from meeting with undue resistance. 'In order that the .sections C and D maybe withdrawn with the core, same may be. suitably connect ed thereto: According to the construction" shown, IV provide blocks Q sliding in up'- right-guides R secured-to lor forming partof' said sections. rIhe blocks Q are connected to the "sections C and D byiieXible connections r. By means of blocks S securedtopor forming part of the .pipe E and on the outside thereof at its lower ,end `and pro- `-vided with slantingr upper-surfaces coperating with a similarly -constructedsurface the ieXible-coniiections 'l' are kept taut, thus holding the sections@ and D inpla.

One great object of my invention is to feed the concrete downf'through the pipe E,

and in order to do so I unlock said pipe from the sections of the core and turn it into posi'- tion shown in Figs. 6, 7 and Sso thatit may be lowered until itspoint is preferably below the lower end ofthe sections A` and B. Thev pipe E into the position turning of the shown in Figs.,6,l7 and 8 moves the blocks G and S of said pipe so that they will not abut against the blocks F, Q, and N when the pipe E is moveddown; In' order to move the sections C and D as much as possible out. of the path of movement of the cement and thus keep them clean, I attach to the blocks Q cords Q2.- Before the sections-C and D can be drawn up between the pipe E and the sections A and B,l as shown in Fig. 6, same must be lowereduntilthe tops of their plates c and (Z escape vthe lower end of".the sections Aa'nd B, as will be clearly understood; the pipe E of course y and a lower member.

having, been previously turned: then' the cords Q2 are pulled thus pulling upwjard the blocks Q and the sections'C and D. In Fig'. 6, the enlarged bottom cavity produced as by a'torpedo explosion, permits the -lowering of sections C and D; and the samev result can be effected by drivin'fr .sections C' and D` slightly, but not part I, as by the core collapsed; or by first slightly raising the entire apparatus, and then lowering sections G and D. The turning of the pipe/E moves the blocks S' out of the path of move'- ment of the blocks Q, thus permitting said blocks Q to drop downward providing-"the necessary movement for the sections C and D in order that their plates may escape the n b.a re holes in the series of blocks Asecured .to or forming part of the sections A and B through which the cords a1, b1, and Q2 pass. In Figs. 1, 2 and-6 I have shown what I termv a' follower. secured to the sections A and B and by means of which the core is capable of being driven farther into thev earth than if same .were lnot used'. The-fol` lower is constructed of'an intermediate member Tginade of one piece and preferably cir- 'cular in cross-section, as shown in Fig. `3, This lower member is constructed of two sections T4 and T5 which are suitably secured respectively to thesec- .tions/ A', and B asl by screws u. From this4 description it will be understood that thelower member will permit of thevnecessary movement fof the sections of the core. In order to attach the sections T1and T5 the lower edge of themember T2 is provided with. drecesses t2 in which operate the lugs t3 secured to or forming part of the sections Tand T5. t* are pins held in the member T2V and passing through the lugs t3 thus coupling` the sections T4 and T5 to the member T2. The sections T1 and T5 are separated by slots t5, as shown in Fig. 3. It will be understoodwfrom the description just given that when the sections Aand B' are expanded or contracted the sections T1 and T5 will also beexpanded or contracted. .T1 is the upper member of the follower made of one piece and preferably'circular in cross-section, and sameis screwed over the top of the intermediate member T5. T is any suitable top or cover for the upper member T1, and a suitable buffer-block (not shown) will be usedA therewith. By means of the hooks t pivoted thereto engaging with the lugs 't1 secured to or forming part'l of said upper member, the cover or top T is secured to the core. U are any suitable lugs secured to or forming part of the member T1 by means of which thel core is handled.

Vhen I use the follower before described i l the 'extension E1 thereto, the parts being secured together by any suitable means such l and other material into the core through the as screws c. The locking-means for the pipe E and its extension Exv are preferably constructed as followsiII and I are segments secured to or forming part of the` extension El and on the outside thereof. Goperatingy with the segments lI are segments J supported, as 'stated below, in part T1, upon which the segments Il i'est, thus preventing A the downward movement ot the pipe E and extension. vThe segments J are adjustable in and out so as to be moved under and from under the segments II, and are opl crated by screws op ating in the top member T1. It desired, I may'interpose removable wedges K between the top member T1 and the segments J so as to positively lock the segments in position relativeto the segments II. It will benotieed that the segments I abut against the under side of the segments J thus preventing the rebounding of the pipe E when thecore is struck: thus locking the pipe E also prevents the re bounding` torce from injuring the blocks F and G. When the pipe E and its extension El have been moved so that the blocks Gr are out' of engagement with the blocks It and N, the segments O are moved between the segments H and I thus securely locking these parts in position. By means of the screws l), the segments O are attached to the upper member T1 of the follower.

' Ofcourse it will be understood that I may dispense `with the follower composed of the `parts`T1,"I`2, and T", and T5` and will also dispense with the extension El when I dispense with the follower. The core without the follower will o't' course be provided with any suitable top, such as T, suitably secured thereto, and the pipe E will be provided with any suitable locking-means such as those be! fore described. It will be noticed that the locking-means bel'ore described for the pipe IC are detachable, and itis my intention to remove the locking-intens from the upper member of the follower and the extension Ill and attach same to the sections A and B and the upper end of the pipe E.

present instance shown as secured to the section B) plates V'which completely overlap said openings. It will of course be understood that the plates V have sliding move- `nient against the .section A. As far as I know, no collapsible cores on the market can be used without a complete outer sheathing or envelop so as to prevent the entry of earth openings between the sections. New by means otl my plates V, (which of course extend for the whole length ol the spaces U1), I am enabled to dispense with the use `of an outer sheathing or envelop in yconnection with a contract'ible and expansible core. When working in unstable soil, the walls of the hole will cave in more or less when the core is contracted prior to being withdrawn. In order'to prevent this, I suitably attach to the core-sections, an outer sheathing which is designed to be left in the hole formed by the core so as to permit the core to be withdrawn without any danger of the walls of the hole caving in. rl`his sheathing is constructed ot a plurality of sections vand will consequently otl'er no resistance to the eXpansion oi the core. In the present instance I show the sheathing as constructed of two sections, IV and Y. The sheathing is placed around the core belore same is driven into the earth, and in order to hold the sections YV a-nd Y in place during driving of the core, I provide same near their-lower ends and on their inner sides with lugs to, which abut against shoulders z' formed in the secs tions A and B by the cutting away of a suitable distance on the outer surface of thesections and B at their lower ends as shown at l, so as to provide a t'i'ee path fori-the lugs w, so that the sections IV and Y may be placed in position. Whenthe sheathing is used, it will be understood that the plates c and (Z will be placed outside of same, as shown in Fig. l.

Upon referring to Fig. 20, it will be seen that the core has been removed from the sheathing and that the latter is being withdrawn from the hole while the cement is fed therethrough t-o till same. The sheathing need not be contracted as shown in Fig. 20, and in fact could not be so cont 1acted when working in unstable soil it it is dfsired to malte piling with parallel sides. As the sheathing will be made of material, preferably sheet inetal. which is comparatively inexpensive. it will be understood that same may be lett down in the hole permanently if desired. Then a .sheathing is leftin a hole, it will be understood that the piling has not as much friction against the walls of same as it has against the earthen walls of a hole, because it can enter and fill all the interstices in saidy earthen wall and thus attord better support for the structure to be pedoesfor cartridges so as to eifectually-preventany entrance of dirt or other material into the core'through the head 9. y

lIn myl preferred form of-construction, I also combinexwith the core, means whereby wateris ejected fromthe core so .as to lubricate same. Theconstruction shown for this purposeconsists of twojducts l53 formed in the same casting as the breech-lock and which communicate with holes 54 in the head 9, and whichopen therefrom. Coupled over the ends ofthe duct-s 53 are the branches of a hose 55 which enters the core preferably through a hole56 near the top thereof. It will be noticed that the hose `55 is run up within Athe Apipe E land `through the exten 'i sion E1 when same is used. 0f course before Pipe E,.- it will be understood that .the head 9,; the

the cement is fed down through the hose 55; the rod or pipe 12, and the sprocketchainss18 are removed fromt-saidpipe by being pulled.` upward. l Now' by making my preferred form of'core elliptical or oblong incross-section when expanded, I am erp-I abled to get considerable clearance between Vthe wallsfof the-hole and the sides of the' c ore when said core is contracted and turned ninety degrees. The lme r-'sF1g. 4 repre- 'sentsr thegreater diameter of the core when expanded,-an d-the .line t-Qt, represents the llesser diameter of same when expanded;

. thesedianieters. of course coincide respectively with the greater" and lesser diameters of. the hole'. When the core is contracted and,l turned ninety'degreeswhat wasv the `greater. diameter of the 4core as expanded is represented by the dotted line o-.w, in Fig. B .which coincides with the lesser 'diameter of 'the hole, and what was the lesser diameter of the core-as expanded, is 'represented' by the dotted line :ziy, in same `figure,

`which'.coincides with vthe greater diameter of 'the hole.` rlhis position of the core gives me plenty of clearance between same and the walls of the hole.

In Fig. 18, I show a side elevation of an alternative form ofmycore as shown in Figs. l and 2. 'Ihe interna-l mechanism of the core is the same except that the core is composed of four sections, 58, and is' circu lar in cross-section'when expanded yand con-,

tracted. The spaces of course vbetween the sections are overlapped by the plates V. By. increasing the number of sectians, of course must increase the number of blocks used ou the sections, and on the pipe E for .expanding the core and ,locking it. p sides of the core vshown in Fig. 18 'are tapered. @fcourse vthe end of the-core will bemade of a corresponding number of sections' provided with the plates c and d.

In Fig". 11' I show a modified' form of my core; Through this-core it is not possible to feed the rement. The-sections A'and B of vcompress the walls of the hole.

this core are providedwith the blocks before mentioned, and in place'of the pipe 'E'I use a rod or plate 60 provided with blocks G.

The operation of the blocks in this modifiedform is rthe same as'that before described. The top of this core is composed of two members 61 and-"62 which are securedby members are moved to or from eachother by the operation ofthewor'm-provided rod 68,`

the Worm of which mesheswi'ththe worin 69 on the'rod 65.' The rod 68 extends through the section B and is operated byv placing a. key (not shown) 'on its squared end so that it may be turned to separate or j closethe members 61 and 62. I separate the" members 61 and 62 so that the parts on the plate. 60 above said members may be passed into the core so that/the blocks' Gr may be moved out of engagement with the blocks F andN to collapse the core, or so that they may be moved into engagement with the y blocks N in order tol expand the core and When the plate 60 is moved so that the core may be collapsed, the projections 70 secured thereto or forming part thereof restupon the members 61 and 62 and prevent further move- `r ment of said plate. By means of any suitable buifer-head 7l on the top 'of the plate 60, said plate may be moved down. By means of the pairs of plates 72 and 73 adjustably secured to the plate 60 above and.,

below, respectively, the members 61 and 62, the 'pla-te 60 isfloc'ked in position and prevented from up and down movement.

In order to lubricate the sides of the core, I provide a hose 74 and provide same with branches K5 which are secured over couplings 76 sothat water may be forced out of `the holes 78 in the sections A and B. It will be noticed that the holes 78 are/.pointed upward so that there will-be no 'danger of dirt packing therein when the core'l'is being" driven home. In .this form of core I provide a'solid head 79 and by means of a hose 80 coupled thereto, force water through holes 81 `of said head which further lubricates the4 core. rlFhe head 79 is provided with plates H82 which fit or clamp around the sections A and B and thus maintain said head in place. are flush with the head vfor the pur nose of reducing resistance. In the end of n e head 79 I form one or more recesses in which may be placed cartridgesor Atorpedoes 88.

`By means of any suitable spring-controlled needle 8 4 operated by -the wire or rod 85 the cartridges or torpedoes areexplodedf yIn order to prevent dirt from getting in the recesses for the cartridges, I placea me" It will. be seen lthat the plates alternative form of my core.

tallic plate 86 over the end of said head, and provide saine with shoulders 87 which t in correspondingly-shaphed slots 88 in said head so that said plate may be held in position.

This core is elliptical in cross-section and has parallel sides. When it is collapsed and withdrawn, the head 79 is` Pulled up with the core byV reason of a'connection S9 Securing same thereto. This form of core is also' contracted by the means before' described. In order to prevent the cords a and b from rubbing against any partof the' core, I provide pulleys 90 atthe points where tween which are bridfred by the plates 'VQ Similar means are used in this core for contracting. a`nd expanding the core-sections as have already been described, except that the plate 92 is provided with the blocks G placed at right-angles to each other in alternate sets which Valso necessitates the placing of the blocks F and N co'pera-tingtherewithl also at right-angles to the sets o f similar blocks ,immediately above and below. Of course in connection with the alternative forni described in Figs. 11 and 12, I may use the collapsible sheathing orenvelop before described.

In Fig. 15, I show a still further alternavtive form of core: this is, elliptical in crosssection, and made oftwo sections With parallel sides. In place of the expanding and contracting-means described in connection with the other'forms I use a central bar 93' to which are pivoted links or arms 94 which are pivoted at their lower ends to the sections A and B. The position of the sections A and B of this core is that of the Vsections in Fig. 1,and the bar and its connected parts are -locked in psition by Athe following means: the threaded upper end of the bar 93 passes through the top 95 of this core, and threaded thereon is a nut-96. The top 95 is provided with a bail 9T through which the threaded end of the bar passesl These parts efectually lock the bar 93 and sections A and B firmly in place. Uien it desired to expand the core, the butler-head 9S is removed and the nut 96 turned thus forcing downward the bar 93 causingthe links "94 to assume a horizontal position and' expand the core. 99 are links pivoted to the top 95. These links 99 slip over staples 100 secured 'to or forming 'part of the sections A' and B and are suitably secured in place. The top is recessed at 101, thus prtoviding su'fiicient room for expansion'and n solidificatioiiof -point 9 and the sections C contraction of the sections. After disconii-ig driven home.

nectiiig the links 99 fromv the staples 100 and pulling the top 95 upward, the bar 93 is. i

drawn up contracting the core so that same may be withdrawn from the ground.

ln the alternative forni shown in Fig. 16, the rod 102y is connected to twov vertical sections 103 vby links 104. This core is preferably elliptical iii cross-section and has parallel sides. It cannot be expanded after be- Y After the core has been driven home, the rod oi bar 102 is pulled upward by any suitable means, such as that shown and describedin/ F ig. 15, thus pulling the sections 103 inward and allowing the sections 105 to be drawn inward so as to collapse the core. By means of the cords 10G applying a force in the directions indi-A cated by arrows, tlie said sections 105 are collapsed.` In order to reduce friction, the cords are passed veiwp'ulleys 10T having bearing in the bar or rod 102. The abutting-surfaces of the sections 103 and 105 ai'e preferably constructed dove-tailed 'so as to make a stiff and strong coie.

It will be noticed that I positively contract my core and do not depend upon the external pressure exerted against the sections for this purpose. As far as I am aware the expansible cores now on the mai. ket are contracted because of the external pressure exerted against the section when the expanding-means is pulled upward and the core still in the ground. By thus positively contracting the sections of the core I get a good clearance between saine and the walls of the hole, or the sheathing used.

Upon referring to Fig. 21, will be seen a. cross-section through an alternative forni of outer sheathing or envelop that can be used in 'connection with my core. This sheathing or envelop comprises one sheet of suitable material 152, made preferably of sheet metal and having its ends -overlapped as shown, thus providing the necessary condition to allow for the expansion of the core; from this it will be seen that it .is not absolutely essential to make the outer sheathing or envelop of a plurality of parts.

By means of my core I can construct piling either with parallel or tapering sides;

in order to do this, the sets of blocks G used will have to ,be constructed accordingly. Foi" instance, if I desire to forni a hole with tapering sides, I can remove the blocks G shown in Fig. 1, and insert in place thereof similar blocks of differing dimensions, so

as to cause the upper portion of the core to be expanded so as to make its sides tapering.

By following outiny method 4of manufac- 'turing piling, it is not absolutely essential that the vcore be expanded after itis driven into thel earth.

Of course itflwill be understood that the point 79 is merely a modiication and a 82 are merely modifications of the plates c. yandcl.

do not confine myself to the construction herein shown and described, as saine can be changed in various way without departingfrom tllie spirit of my invention.

One of my objects in providing'a core which may be expanded after driving and.-

thus pressed tight against the walls of the hole, is to obtain increased resistance to the upward reaction of the explosive on dise charge of saine. An ordinarytapering pile, or one having parallel sides but having only an enlarged point touching the walls of the hole. would not have as much.resistance to the upward reaction of an explosive as my pile, having eitherl parallel or tapering sides, which are laterally pressed tight `against the walls of the hole. Thus unich of the upward reaction of an explosive is communicated to the surrounding earth and tends to expand the pile still further. At the instant an explosion is desired, the pile may be struck on the driving head with vthe pile driving hammer.

In Figs. 7 and S is clearly shown the ac! tion of the plate V whenthe pile is collapsed. Tlieplate V is made of metal having a tendency to curl or bend inward transversely of the pile and longitudinally of the plate. Thus when the pile is collapsed, the

free end of the plate V holds tight againsti theV outer longitudinal side section uponA which it` rides thereby tering the pile.

That l claim as my invention is 1. A temporary pile comprising a plu,- rality of movable sections, a means holding saidy sections in a driving position, and a means adapted to move said sections apart, after the pile is driven, beyondy the ,driving position. 2'. A core for making piling composed of composite material, comprisinga ,plurality of sections movable in relation to each other, and a means performing Vthe dual function of holding' the said sections in a fixed position while the core is being driven into the ground, and when the core is drive1i,`ex

preventing dirt -enpandingitby moving said sections out or apart beyond the driving position.

3. The combination ina temporary pile,

of a plurality of movable sections provided with projections constructed with a lowcr .j y composite material, comprisiiio" faces of said projections, so as to hold said sections in a driving-position.

el. The combination in a temporary pile,. of a plurality of movable sections provided` with 'projections having a downwardinward-sloping upper surface,i of a member between said sections'and having blocks with .their lower surfaces Vconstructed .with an upward,outward-slanting surface so as to coact with the downward-inward-sloping` movable downward, relatively to the other sections and beyond its position when the pile is adjusted for driving, the`outer sections will be forced apart.

5. In a core or pile, the combination with a plurality of sections movable in relation to each other, each section provided with an upper block constructed with a lower interlocking edge, -aiid a lower block constructed with a doilvnward-inwarel-sloping upper surface; of ainember surroundedby said sections and provided with -a block the upper. edge of which is constructed t'o coact with the lower interlocking edge of said first mentioned block so as to lock said sections in position, said lower interlocking edge being constructed with an upper outward slanting surface so as to coast-.with the downward-inwardsslanting surface of said second mentioned block, so that as said meme bei' is moved downward the sections will be forced apart. @i

G. core for making concrete piling, which comprises a pluralityfof longitudi- `nal sections movable iii relation to veach other, ahollow member open at each end and through, which communication is provided, blocks secured to said sections, blocks secured to said hollow member and on the outside-thereof, `and'adapted to abut against the blocks secured to said sections, the abut ting surfaces ofsaid blocks being constriicted so that they Awill interlock, thus locking said sections in an expanded position, and means whereby said hollow member is locked so as to prevent movement of same.

T. A pile or core for making piling co1n posed of composite material', comprising a plurality of sections movable in relation. to

each other, longitudinal plates secured at 'one end to either of said sections and bridgsaid hollow member and said sections, per.

forming the dual function ofholding .the said sections in a xedposition while the core is being Vdriven into the ground, and,

ivhen operated, expanding the core by moving said sections out or apart so as to compress the sides vof the hole made by said core,

` means for moving'inward or together said sections so as to decrease the diameter of thel core; longitudinal plates bridging the space between said-sections and on the outside thereof, and a pointl for said core composed ofa' plurality of movable sections.

9. A core for making concrete piling, coniprising a plurality of longitudinal sections movable in relation to each other, a means performing the dual function of holding the said sections in a xed position ivliile the core is being' driven into the ground, and, when the core is driven; expanding` it by moving said sections out or apart sons to compress the sides of the' hole ymade b v said core; and a plurality of longitudinal plates' secured at one end or side to either of said sections and bridging the openings or'spaces therebetween so that the free ends thereof will ride on the outside of the section in contact therewith. i

l0. core for making piling composed of composite material, comprising a plurality of sections .movable in relation to each other, and means forexpanding said core, after it lhas been driven into the ground, by .moving said sections out or apart. f

l1. A corel for making piling` composed of composite material, comjirising aj'plurality of longitudinal sections movable in relation -to each other, and means for expanding said core, after it has been driven into the ground, by moving said sectionsY out or apart.

12. A core for making piling composed of composite material, comprising a plurality of longitudinal sections movable iu relation to each other, and a longitudinal movable means for expanding said core, after it has been driven into the ground, lby moving said sections out or apart.

13. An hollow core for making piling composed of coinposite'material, comprising a plurality of sections movable in relation to each other, a pipe surroundcl by said membeis and ladapted to permit'the passage through itself' of said composite material, and meansintermeditite said pipe and said sections and operated by the longitudinal movement ofv said pipe so as to expand said core, after it has been driven into the ground, `by moving said sections out or apart.

14. An expansible and collapsible temporary pile comprising in combination a plurality of outer sections, projections on said outer sections, an inner member movable .up and down, locking blocks on said niember engaging the projections on the outer sections from underneath, and means for holding the inner member up, thus holding said 'projections and locking blocks in an engaged position, and holding said outer sections in an expanded position.

l5. in' an expansible and collapsible teinporaiy pile, ay plurality of outer sections, an

" inner member movable up and down, means lapsed, and means whereby when said inner section is forced farther down said pile.

`may be further expanded,

l17. llie'combination in a temporary pile or core,y of-.av-plurality. of longitudinal core sections having projections constructed with louer interlocking surfaces, aninner memberlmovable up and down between saidicoresections and provided with blocks having f upper surfaces constructed to interlock with the surfaces of said projections on the core sections, means holding said inner member' up and said blocks and projections interlocked,'adetachable point, means for holding the innermember dotvn and the blocks thereon disengaged'from' the projections on 4the core sections', means for collapsing said core comprising ropes .attached to eac i core section, crossedv to another core section and leadingto 'the top of the pile whereby when" said ropes are pulled said piley will be collapsed. i l i 1S. In temporary pile, the combination with a plurality of outer sections, of an inner member movableup and' down and adapted When held up to hold the outersections in a driving position, means for holding said member up comprising transversely movable plates coacting with attachments on said inner member, and means for moving said plates.

19. In an expansible temporary pile or core, the combination with a plurality of outer core sections, of an inner member movable longitudinally, means for holding said core sections and inner member in a driving position, and inclined coacting surfaces on said core-sections and said inner member so adapted that whenv said inner' member is movable longitudinally said'outer coresections will be expanded beyond their driving posit-ion.

20. The combination with a core or pile composed of a plurality of sections movable in relation to each other, of a transversely yielding sheathing or envelop surrounding` said core or pile.

Q1. The combination with a core or pile composed oitl a plurality of lonlritudinal sections movable in relation to each other. ot a transversely ,yielding sheathiimv or envelop surrouinling said core or pile.

2Q. The combination with a core or pile composed of a plurality of longitudinal sections movable in relation to each other, of a transversely yielding bottomless sheathing' or envelop surrounding' said core or pile.

23. A sheathing or envelop tor the purpose spccitied, composed of a plurality ot longitudinal sections' whereby it can be exi panded or contracted, thus increasing or diminishing` its transverse diameter.

2.4. The coinbination with a core for maliing' concrete piling', said core being composed ot' a plurality ot longitudinal sections movable in relation to each other` ot means tor moving' said sections, and a transversely yielding sheathing or envelop embracingt said core and consisting' ot' a plurality ot longitudinal members overlapping' lat their edges.

A `transversely expansible sheathing' or Venvelop comprising' a plurality of members overlapping' at their edges.

26. A hollow expansible and collapsible preparatory pile havinga hollow portion from top to bottom adapted to permit the passage of the fluid material for the permanent pile to the bottom of the hole.

" 27. A hollow expansible and collapsible preparatory pile adapted to permit the feed through itself' of composite pile-material, and constructed elliptical or oblong' in cross section.

2S. A hollow preparatory pile composed of a plurality ot' sect-ions movable in relation to each other, and elliptical or oblong in cross section and adapted to permit the Jfeed through itself of composite pile-material.

29. A. core or pile comprising' an outer collapsible member provided with a suitable point constructed of a plurality of removable sections, and an inner hollow member having; tree passage through it for com* posite pile-material, said inner member being' surrounded by said outer member, and

4longritudinally movable in relation thereto.

2:30. A core or pile comprising an outer collapsible member, an inner hollow member having tree passage for composite pilematerial, said outer member being' provided with a point constructed of a plurality ot' removable sections adapted to be drawn up between said outer member and the inner hollow member, said inner hollow member being' surrounded' by said outer member, and axially -movable in relation thereto. y

Pil. A core or pile comprising an outer collapsible member composed of a plurality of longitudinal members movable in relation to each other,'an inner hollow member havia@ 'Free passage tor composite pile-macoinpositc material, comprising' a plurality of sections-movable in relation to each other, and a means :For expanding; said core a'lter same has been drive'ninto the ground by moving' said sections out or apart. as to. compress the sides ot the hole made by said core in the ground; said core being provided with a suitable point.

84C. A hollow core for making piling' composed ot composite material, comprisingX a plurality ot' sections movable in. relation to `each other, a pipe surrounded by sald meinbers, providing' free passage itor the composite pile-material, and a means intermediate said pipe and said sections and operated by the downward longitudinal movement ot said pipe after the core has been driven into the ground, to press said sections against the sides ot the hole made by said 'core in the ground.

35. A core for making concrete piling, composed of a plurality of longitudinal sections movable in or out. and means operatingbetween said sections and constructed to force said sections apart giving greater movement to said core-sections at any point or points in order to expand the core at such point or points and thus give the core a greater diameter there than elsewhere.

86. A core for making,` concrete piling, composed of a plurality of longitudinal sections movable in or out, and tiexible means operating independently of coredriving means and attached to said core sections, whereby said sections are pulled together so as to reduce the diameter ot' the core.

3T. A preparatory pile tor making concrete piling, which comprises a hollow core. consisting of a plurality of longitudinal sec tions movable in relation to each other, means surrounded by said core sections tor moving them., and flexible means attached to ssaid core sections and operating inde-V pendently of said moving means, whereby said sections are pulled together so as to reduce the diameter of the core.

38. In an expansible and collapsible preparatory pile, the combination with a plurality of outer sections, of an inner expanding member, and exible means attached to the outer sections and unattached to the' iuner member, for collapsing' said pile.

39. Ai preparatory pile-core, which coiniso prises a plurality of sections movable in relation to each other, of fiexible means at-.

tached to said sections and operable to contract the core.

, when said ropes are pulled the pile willbe collapsed.

collapsed. A

41. .The combination in an expansible and collapsible temporary pile, of aqplurality ot outer movable sections, and an inner meniber adapted on being rotated axially to permit the retraction of said outer sections.

42. The combination with a `core constructed of a plurality of sections movable in relation to each other, of a member surrounded by said sections and capable of longitudinal and axial movement so as to f permit the expansion and contraction of said core, and the raising and lowering ot' said surrounded member.

, 43. The combination in a temporary pile, with a plurality of sections movable in relation to each other, of almember surrounded by said sections and capable of longitudinal and axial movement, coacting blocks on said sections and member to hold same apart, said member being turned so that the blocks adapted to hold apart said sections and said member clear each other, allowing said`member to be raised or lowered.

44.1The combination with a core constructed of a plurality of sections movable in relation to each other, and so placed that when moved out or apart they give the core an elliptical or oblong shape in cross section, of a member surrounded by said sections, capable of longitudinal and axial movement and elliptical or oblong in cross section, its longer transverse diameter vbeing adapted to coincide with the longer transverse diameter of said core when same-is expanded, said member being capable of being turned so that its longer diameter will coincide with the shorter diameter of said core when contracted, so as to provide for the contraction of said core.

45. The combination in an expansible andl collapsible temporary pile, with a core composed of a plurality of movable sections, of an inner member oblong in cross section surrounded by said outer sections, the longer diameter of said inner member coinciding with one diameter of the pile holding the outer sections apart and thus the pile expanded, the inner oblong member being adapted to be turned so that theA core may be 46. In the art of molding concrete piles in the earth, the method of giving plenty ot clearance between the sides of the preparatory pile and the walls of the hole made thereby,` which consists in driving an expansible and contractible preparatory pilecore, oblong' in cross section when expanded, into the ground, in an expanded position; then contracting the core and turning it partially unilwhat was its greater diameter as expanded coincides with the lesser diameter of the hole and is less than saidflesser diameter, and what was the lesser diameter ot' the core as expanded coincides with the greater diameter of the hole and is less than said lesser diameter, thus providing the required clearance. I

47. In the art of molding concrete piles in the earth, the method of giving plenty of clearance between the sides of a preparatory pile and the walls of the hole made thereby, which consists-in driving an expansible and contractible preparatory pile-core, oblong in cross section when expanded, into the ground in an expanded posit-ion; then further expanding said core so as to compress the walls ot' the hole; then contracting the core and turning it partiallyv until what was the greater diameter ot the core as expanded coincides with the lesser diameter of the hole and is less than said lesser diameter, and what was the ilesser diameter; ot' the Core as expanded coincides with the greater diameter of the hole and is less than said lesser diameter, thus providing the required clearance.

48. ln the art of molding concrete piles in the earth, the method of making the earth-mold, which consists in driving into Y the ground a collapsible core oblong in cross section, then contracting same and partly revolving it so that what was the greater diameter of'the core as expande-d coincides with the lesser diameter of the hole, and

what was the lesser diameter of the core as' 'expanded coincides with the lesser transverse diameter of said sheathing and is less than same, and what was the lesser dlameter of the core as expanded coincides with the greater transverse diameter of said sheathing and is less than same, thus providing the required clearance; and then 'withdrawing the core.

ll'l) 50. ln the art of molding conciete piles in the earth. the method of preparing the earth-mold, which consists in driving a preparatory pile-core provided with a transversely yieldingsheathing or envelop, into the ground, in an expanded position; then further expanding said core so as to coni` press the sides'of the hole through the transverse yielding movement ot said sheathing or envelop, then contracting said core-and withdrawing`it out of said envelop.

51'. The method ot' preparing an earthmold for a concrete pile, which consists in placing a. transversely yielding shell around an expansible and collapsible teinporar-y pile, driving both into the ground, then expanding the core `to expand Asaid yielding shell and compress the wall of the mold, and withdrawing the temporary pile.,

52. The method of making a. mold for forming composite piling, consisting inplacingatransverscly yielding envelop around an expansible` and collapsibletemporary pile, driving both into the ground, then expanding said pile transversely so as to press said envelop against the -sides of the hole,

then' collapsing and withdrawing'said-tem' porary pile, and then withdrawing the yielding envelop.

53. The method of making an earth-mold4 for aconcrete pile, consisting in Adriving into the ground lan expansible and collapsible temporary'pile surrounded by' a. transversely yielding envelop, collapsing said pile and withdrawing the same, partially moving to gether the sides of the transversely yielding envelop, and withdrawing the same V'from the ground.

54. The method of making' an earth-mold for a concrete'pile, consisting in driving into the ground an expansible and collapsible temporary'. pile surroundedby a transversely yielding envelop, then transversely expanding said pile s o as to press said envelop against the sides of the hole, collapsing said pile and withdrawing same, partially draw.- ing together the sides of the transversely yielding envelop, and withdrawing the same.

The method of driving a transversely.

yielding sheathing or envelop into the.

ground, which consists in placing same. around a collapsible core and driving both into the ground, then expanding the. core to press said yielding envelop against thesides of the hole, and then collapsing the core so` asto leave said sheathing in the ground with substantially the same internal diameter as `the external diameter of the expanded core.

56. The method-of making an earth-mold for a concrete pile, consisting in providing an expansible and collapsible temporary pile composed of a plurality of members overlapping the sides at the gaps so as to prevent the entrance of earthl into said tempo rary-pile, driving said collapsible pile in an expanded form and without an envelop into the ground, then collapsing said pile and withdrawing the same. y 57. |The method herein described'of makingan earth-mold for a concrete pile, which consists in driving'a collapsible core into thcgrou'nd, then expanding said core so as to compress the wall ot' the hole, and then collapsing said core and v.'ithdra-wing same.

` 5S. The combination in a temporary pi le tor making composite piling of a withdraw-.able point having plates overlapping the sides oi' the pile.

59. In a coreor pile, 'the combination with a point therefor, comprising a plurality olt movable sections', of removable membriP held in place by said sections when assembled, and means for removing said memhei' from engagement with said sections.

60. The combination-in a. temporary pile 4of a, withdrawable pointhaving a'duct therein andhoseattached tofsaid duct for forcing liquid therethrough.

61. vIn a core, or pile, the combination with a point, therefor comprising a plurality ot' sections, of a removable member held b v said-.sections and constructed with one or more passageways, and a conduit connected with said passageways by means of which fluid is forced orfed therethrough. 62. The combination with ay core or pile composed of a pluraiity of sections mbvable in relation to each' other, and means for movingT said-sections, of a point for said core or pile comprising a plurality of sections, and means connected to said point sections and coactingwith said core sections s o that said point sections will conform to the transverse movement of said core sections. 1

63. 'l`liecoinbination with a core or pile composed ofa plurality of sections movable in relation-to eachother, and means for moving said sections, of a point for said core or pile comprising a plurality of sections, means connected to said point sections and coacting with said ,core sections so that said point sections will conform to thetransverse movement of said core sections, and means attached to said point sections and operating within said core to permit. of the \\itli`drawal of said point sections when said core is withdrawn from the ground.

G4. The combination with a temporary pile or core composed of a plurality of movable outer core sections', of a hollow member surrounded by said outer sections, a pointy composed of a plurality ot' point sections, guides adapted to guide said point, sections, and

flexible means leading to the top of said pile adapted to draw up said point sections bet-Ween. the outer core sections and the hollow inncrmembcr.

A(i5. The combination with an cxpa'nsihle and collapsible temporary pile, of a follower adapted to drive said pile and `permit the ing concrete piling, composed of a plurality.

of longitudinal sections movable iii or out, of means whereby said sections are ioreed out so as to increase the diameter of the core and contracted so as to decrease the-diameter of same, and an extension or follower d"- tachably secured to the upperends of said sections, and constructed to permit' of the in and outJ movement ot' the sainel G8. The combination with a core for making concrete piling, composed of a plurality of longitudinal sections movablein or out, of means whereby said sections are forced out so as toincrease the diameter of the core, and contracted so as to decrease the diameter' of same; an extension or follower comprising 'a lower member consisting of a plurality of sect-ions detachably secured to the 'top ends of saidcore-sections; an upper member, and means whereby said sections ot' said lower member are movably connected thereto so as to permit of the movement of said corc-sections.

V69. The combination with a core for making concrete piling, composed of aplurality of longitudinal sections movable iiior out, of means whereby said sections are forced ou-t so vas to increase the diameter of the core, and contracted so as to decrease the diameter of same; an extension or follower comprising a lower member consisting of a' plurality of .sections detachably secured to the top ends of said core-sections and provided on tlieirupper edges with lugs; an upper member provided in its lower edge withA recesses in -which have movement the lugs for the sections of said lower member, and pins passing through said lugs whereby the sections ot said lower member are connected to said lip-pei' member.

70. The method ot' preparing an earthmold for a'concrete pile, which consists in sinking a collapsible preparatory pile provided with a lateral sheathing. then collapsing the core and withdrawing it to expose the bottom of the hole,'and finally removing the sheathing from the wall of the hole.

71. A collapsible temporary pile comprisingin combination a plurality of longitudi- Y nal members, a spring plate having a tendcncy to bend inward longitudinally, and having edges bearing on the outside of a plurality of 4said longitudinal members` and bridging an opening therebetween and so adapted that when said pile collapsed the edges of said plate will beai on'tlie outside ot said members, thus excluding dirt. from the interior ot' said pile.

72. An expansibleand collapsible temporary pile eciuprising'incombination a plu-J lralit'y of longitudinal members, means for expanding and collapsing said pile, a plate secured to the edge ofone of said longitudinal members and lapping on the periphery ot'tlie other liimgitndinal member, said plate having' fiber tension teii'dingto hold the free end against the outside 'ot' its engaging memits free end bearing on the extreme outer periphery of the second longitudinal inember to prevent the entrance of dirtdui'ing driving.

joint on the longitudinal u ieinber, thus prc- 74. A preparatory pile comprising a pint,

a driving head' andl a casing,-'adapted to re- .ceive and mol( vcomposite material andldividedlongitudinally into separable sections interposed between the point and the driving head point.

ing adapted to receive and mold composite vided 'detacliable sectioi1s, capable of sepaand detachably connected with the 75..-A preparator pile comprising a cas- Y rate removal, and an earth spreading device at the lower end of this casing.'

` 76. A preparatory pile comprisinga point, a driving head, and a .longitudinally divided separable 'casing adapted to receive and y mo.d composite material,-and interposedbe-.

tween the point and the driving hea-d and detacliably connected therewith.

77. A preparatory ile 'compr'isiiigapoint and a casing, adapted to receive and mold composite material, and -dividedlongitudinallv into separable sections and detaehably connected with the point.

78. A preparatory pile comprisin a point,

a driving member resting' on te point adapted to transmit the driving blows to said'poiiit. and thereby force same .into the.

ground, a. driving head resting on said driving member, and a longitudinally divided separable casing surrounding said driving member and 'extending. from the driving l head to the point.`

l 7 9. A preparatory pile which comprises 'a pile, each of said means being adapted to be sunk to form a therefrom, of means operative independmember consisting of vertical sections, and means, operatively independent of any means causing vertical movement of said vmember, for transversely moving said sections.

means causing vertical movement of said member, to transversely move said wall sections.

8l. A preparatory pile which comprises a member consisting of vertical sections, means for'expanding said sectional member 'and for locking it in its expanded position. and

means, .operatively independent of any means causing vertical movement'of said member, to collapse said sections.

82. .A preparatory pile which comprises a member consisting of vertical sections, means for expanding said sectional member and for locking it in its expanded position, and auxiliary means for expanding said member beyond its position when locked..

83. The combination with an expansible,

and contractible preparatory pile adapted to be sunk to forma hole and to be withdrawn therefrom, of meansop'erative independently of any means causinU vertical movement. of the pile, to-positiveIy expand and contract it.

84. The combination with an expansible and contractible preparatory pile adapted to hole and to be .Withdrawn ently of any means causing vvertical movement of the pile, to positively expand it, and separate means-forpositively contracting it.

85. The combination with an expansible and contractible preparatory pile adapted to be sunk to form a-hole' andto be withdrawn therefrom, of means operative independently of any'ineans causingvertical movement of the pile, to positively contract it, and separate means for positively? expanding it.

86. The combination with an expansible and contractible preparatorypile adapted to be sunk to form a hole and to be withdrawn therefrom, of separate means adapted re-A spectively to expand and to contra'ct 'said operate independently of any means causing vertical movement of the pile. f

87; In the art of placing piles in the ear-th,

i themethod of forming a hole in the earth for the reception of the pile, which consists y in sinking in direct engagement with the earth, a vertically-sectioned preparatory pile; then, after sinkingand before commencing withdrawal of the preparatory pile,`moving its sections to reduce its subsequent withdrawal-friction with the earthwall of the hole; and withdrawing the preparatory pile,

88. The combination with a contractible preparatory pile adapted tobe sunk 1n d1- reot engagement with the earth, of means for contracting the pile, after sinking and before commencing its withdrawal, to permit tion with the earth-wall.

89. In the art of lacing,` pues in the earth, the. method of orming a hole in the earth for the reception of the pile, which consists .insinking in direct engagement with the earth, a vertically-sectioned prcparatory pile; then, after sinking and her'ore commencing withdrawal of the lpreparatory ile, compressing the earth-wall of the ho e by moving the sections of the withdrawal of the preparatory pile, moving its sections to reduce itsx subsequent withdrawal-friction with the' earth-wall of the hole; and withdrawing the preparatory pile.

90. The combination with an expansible and 'contractible preparatory pile ada ptcd to be sunk in direct engagement with the earth, of means for expanding said pile, after sinking and before-commencing its 'withdrawah means for thereaftercontracting the pile to permit its Withdrawal from the hole withV 'less friction with the earth-wall.

91. In the art of-placing piles in the earth, the method which consists in sinking in direct engagement with the earth,- a vert-ically-sectioned preparatory vpile having a `substantially hollow center point, then, after sinking and before commencing withdrawal of thepreparatory pile, moving its sections to reduce its subsequent withdrawal-friction with the earth-wall of the hole;- placing thc permanent pile through the central hollow of the preparatory pile and down in the hole;'and withdrawing the preparatory pile.

'92. The combination with 'a contractible preparatory pile adapted to be sunk in dithe method which consists in sinking in disectioned preparatory pile having a. substantially hollow center and-a snit-able point, them'after sinking and before commencing withdrawal of the preparatory pile, compressing the earth-Wall of the hole by moving the sections ofthe preparatory pile;

preparatory pile; then, before commencing to compress the 'earth-wall of the hole, andand a suitable' its withdrawal from the hole with less frici rect engagement withthe earth, of means' rect engagement with'the earth, a verticallythen, before commencing withdrawal of the preparatory pile, movinaf its sections to reduce its subsequent. withdrawal-friction with the carthwall of the hole; placing the pcr. manent pile t-hroughthe hollow center of the preparatory pile and down in the hole; andwithdrawing the preparatory pile.

the method which .consists in simultaneously i sinking a vertically-sectioned preparatory pile and a vertically-sectioned enveloping sheathing; then, after sinking andbefore commencing withdrawal, moving the sectioris of lthe preparatory pile to reduce its subsequent withdrawal-friction with' the sheathing; withdrawing the preparatory pile; an contracting the sheathing to reduce its subsequent withdrawal-friction I with the earth-wall of thehole and withdraw it from the. hole. i

96. The combination with a contractible preparatory pile and a contractible envelop-- ing sheathing, of means for contracting said pile', after sinking and before commencing its withdrawal, to permit its withdrawal with less friction with the contracti'ble en? velopingsheathin 9T. In the art o? placing piles in the earth, the method of forming a hole in the earth for the reception of the pile, which consists in sinking a' vertically-sectioned preparatory pile and a vertically-sectioned enveloppreparatory pile,

. duce its subsequent withdrawal-friction' Y driving, to

ing` sheathing; then,

the .earth-wall of the hole by moving the sections of the `preparatory pile to force outwardly the sections of the sheathing;

then, before commencing -withdrawal of the moving its sections to rew'ith the sheathing; withdrawing the' preparatory pile; and contractingthe sheathing to reduce its friction with the earth-'wall ofthe hole and withdraw it from the hole.

98. The combination with and contractible preparatory an expansible ile, of an expansiblc and cantractible enve o ing slieathing, means for expanding sai pile, after expand the sheathing and compress the earth-Wallof the hole, and for thereafter contracting said-pile, before com niencing its withdrawal, to permit-its withmencing to withdraw it, to

after sinking and loefore commencing withdrawal, compressing drawal with less friction with the contractible enveloping sheathing.

99. In the art'of placing piles in theeai'th, the method which consists in simultaneously sinking a 4vertically-scctioiicd preparato@7 l pile and a vertically-sectioned bottomless sheathing; then, after sinking and before commencing withdrawal, moving the sections of the preparatory pileito reduce its subsequent withdrawalfriction with sheathing; withdrawing the preparatory pile; placing the permanent' pile vthrough the i the'bottomle'ss sheathing and down into the hole; aiid'contracting the sheathing to reduce its with the earth-wall of the hole and withdraw it from the hole.

100.' The combination with a contractible lpreparatory pile less enveloping sheathing adapted to peri'nit the passage through -it 'of the'permanent pile,of means for contracting the preparatory pile, after sinking and'before compermitits withdrawal with less friction with the contracti ble sheathing.

V101. In the art of placing piles the earth, the. method which vconsists in Asimultaneously sinking a vertically-sectioned.

preparatory pile and Va vertically-sectioned bottoinless sheathing; then, after sinking and before 'commencing withdrawal, compresssubsequent withdrawal-friction and a' contractible bot-toming the veartli-wall of the hole -byinoving the sections o f the preparatory pile to force outwardly the -sections of the sheathing; then, before commencing withdrawal ofthe preparatory pile, its subsequent withdrawal-friction .with the sheathing withdrawing the preparatorypile;

ico moving its sections to reduce placing the-permanent pile'through the botf tomless sheathingA and down into the hole; and contracting the sheathing to reduce its withdrawal-friction with the eartli-wall of the hole and withdraw it from the hole.

102. The combination with an expansible and contractible preparatory pile, .and a bottomless expansihle anj contractible sheathing adapted to pcrmittlie passage through it of the permanent pile, of means for expanding said pile, after driving, to expand the sheathing and compress the earthwall of the hole, 'and 'for thereafter contract- 'ing said pile, commencing its withbefore drawal,A to permitits withdrawal:withless friction with' the contractible enveloping sheathing.

forminga hole in the consists in simultaneously sinking a preparatory pile anida vertically-sectioned enveloping sheathing; preparatory pile;

and then moving the sec- `then -withdrawing the" H" 103. In .the art of'placingpiles in the earth, the method of Aearth for the reception/of the pile, which tions of the sheathing to reduce its ih- Cir:

erases @renal-friction with the earth-Wall or the hole anti vvithtlraiv it trein the hole.

lOLl. The combination with a preparatory pile and suitable eartli-peiietratingl point, a sheathing laterally surrounding the pile, saifl pile and point heing vritlidrawahle up through the sheathing7 aiicl said sheathing` being` transversely contr: ihle to permit its ivithclraival with less lrietion with the earthivall ol the hole.

105. ln the art oil' placingl piles in theV eartln the iiiethotl which consists in simulf sinking a vertically-sectionecl taiieousl. pi'eiiaralory pile aiitl a hottoinless enveloping sheathing; then after sinking and heore coinmeiiciiie iv itlraivali, n'ioviiig the sections oit the preparatory pile to reduce its subsequent Withdrawal triction with the sheathing; withdrawing the preparatory pile expose the hottoiii o the hole; placin the earth the niethorl which consists in simultaneously sinking a preparatory pile5 an earth penetrating point, and a substantially hollow hottoinless sheathing; clown through which saitl point operatively projects; then withdrawing the point and pre-- paratory pile to expose the bottom oil' the earth-hole9 temporarily leaving the bottom'- less sheathing` to support the earth-wall oit the liole; placing the permanent pile through the hottoinless sheathing andl (lon/ii into the hole, and withdrawingl the sheathing.

lll?. llie comhiiiation With a preparatory pile tor orniingg earth-holes tor piles,` anni iavinr Mirta-penetrating point, of a sheathing` enveloping the preparatory pile, ariel aelaptefl toy he sunlr simultaneously7 thereivi i and with saitl. point, and being into the earth oit the point, said atlapterl to he removerl aratory pile,` saicl sheathing; being ally liollovv to Ypermit the the permanent pileg also atlapteel to he its Junctieii oit e bottoni to permit the operative` o eirpose the bottoni et f o ne temporarily lor in the hole to support, he Wall thereof after the removal oit supporting the earth-wall is assumecl by the permanent pile.

109. lli-leans for placing in the earth51 solid pilesveoinposerl ot `concrete from center to e-.i'th-ivall, Which comprises a preparatory pile and an earth penetr 'ng point, ancl a sheathing` around the preparatory pile above the point, said sheathing seing hollow and having a hottein opening` to permit the preparatory pile to operate through said opening` to sinlr the point, and saicl sheathing being atlaptecl to loe sunk simultaneously with the preparatory pile and point; the structure' being adapted to provirle clearance between the-preparatory pile and the sheathing, to permit the ready Withdrawal ot the preparatory pile lroin the s-` eathing` Without withdrawing the sheathing, saitl clearance extending substantially Ltroin cnc. to enti oil the sheathingrllt). Means for placing; in the earth, solicl piles eoinposefl ot concrete trein center to earth-Wall, which comprises a preparatory pile and an earth penetratingpoint, and sheathingI around the preparatory pile above thepoiiit, saitl sheathingv heing hollow anrl coinposetl ot separate sections antl liz-Ningl a bottoni opening to permit the preparatory pile to operate through saitl opening; to sinlr the point, and saicl seetionalsheatliing heing adapted to he sunlr simultaneously with the preparatory pile and pointgJ the structure being adapted, to provide clearance heitiveen the preparatory pile and the sectional sheathing to permit the ready Withdrawal ot the preparatory pile from the sectional sheathing Without ivithclrawiiig the sectional sheathing, said clearance extendingl substantially from encl to enel ol the sectional sheathing.

lil. Apparatus for placing` concrete piles in; the eartha Which comprises a drivingrneinher7 a suitable earth-penetrating; point7 and a hollow sheathing around the drivinginemher, the sheathing having' an open hottoin through which the driving` inemher and point can cooperate; said parts hein@l relatively constructed ancl arranged to cause the cl-.riviiiggmember, exclusive of the sheathing, to receive the driving` hloivs which are transmitted to the point; ancl to eanse the sheathing to clescenrl with the clriving ineinlier and point into tlierliole 'formed y thein ancl to permit the driving nieinher to he Withdrawn from the sheathing toleave the latter to support the earth-Wall the hole.

ll., in an apparatus or morning .ooncrete pilea'the coinhination with penetrating member; .oil structecl separately troni sinlr saitl ear" penetra14 tuhe surrounding the serving1 to support l liorniecl hy the earth l C011n 

